进行了钢管混凝土格构柱偏心受压试验，试验参数为长细比。
Eccentrically loaded concrete filled steel tubular (CFST) laced columns were tested with slenderness ratio as main experimental parameter.
皮球击中门柱反弹越过后退的科尔，格哈利把弹回的球削到远柱。
Ghaly chips the rebound off the post over the retreating Cole and against the far post.
本文用极限平衡法求解了钢管混凝土格构柱在轴力和弯矩共同作用下的极限承载能力。
This paper describes the limit analysis of latticed columns made from concrete-filled steel tubes under combined bending and axial loading.
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